Bridge Statistics for Lenhartsville, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

Find on map >>   Show street view

Structure Number: 4675,  Location: 1 MI.W.OF LENHARTSVILLE (Lat: 40.577292,  Lng: -75.906275),  Route carried "on" structure: Interstate 78,  Year Built: 1957,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 40,738 (year 2021),  Truck Traffic: 38%,  Average Future Daily Traffic: 50,359 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: TRIB.TO FURNACE CKEEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.110,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021

Find on map >>   Show street view

Structure Number: 4676,  Location: .75 M.W. LENHARTSVILLE (Lat: 40.578150,  Lng: -75.901419),  Route carried "on" structure: Interstate 78,  Year Built: 1957,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 40,738 (year 2021),  Truck Traffic: 38%,  Average Future Daily Traffic: 50,359 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: FURNACE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.110,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

Find on map >>   Show street view

Structure Number: 4677,  Location: LENHARTSVILLE INTERCHANGE (Lat: 40.576519,  Lng: -75.887894),  Route carried "on" structure: Spur Interstate 78,  Year Built: 1955,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 20.33m (66.70ft),  Average Daily Traffic: 45,122 (year 2022),  Truck Traffic: 31%,  Average Future Daily Traffic: 50,359 (year 2032),  Design Load: HS 20,  Features Intersected: PA 143;MAIDEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.711,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.10m (69.23ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2018,  Roadway Improvement Cost: $3,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 4678,  Location: .75 MI.E.OF LENHARTSVILLE (Lat: 40.573667,  Lng: -75.875411),  Route carried "on" structure: Interstate 78,  Year Built: 1956,  Status: Posted for load-capacity,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 45,122 (year 2022),  Truck Traffic: 31%,  Average Future Daily Traffic: 50,359 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BRANCH MAIDEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.514,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft)

Condition: Superstructure: Poor,  Substructure: Satisfactory,  Channel: Fair,  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Other Special Inspection Date: June 2021

Find on map >>   Show street view

Structure Number: 5285,  Location: MOUNTAIN RD.& T-766 (Lat: 40.585200,  Lng: -75.897342),  Route carried "on" structure: State highway ,  Year Built: 1938,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 751 (year 2022),  Truck Traffic: 11%,  Average Future Daily Traffic: 899 (year 2032),  Design Load: HS 20,  Features Intersected: TRIB.TO MAIDEN CREEK,  Facility Carried by Structure: SR 4044 (LR 06127)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.484,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5362,  Location: OLD 22 BRIDGE (Lat: 40.572442,  Lng: -75.884408),  Route carried "on" structure: State highway ,  Year Built: 1950,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 1,778 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,450 (year 2003),  Design Load: HS 20,  Features Intersected: MAIDEN CREEK,  Facility Carried by Structure: OLD RTE. 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.784,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.00m (19.69ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Underwater Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: 5369,  Location: ZETTLEMOYER'S BRIDGE (Lat: 40.586211,  Lng: -75.894781),  Route carried "on" structure: City street ,  Year Built: 1904,  Year Reconstructed: 2020,  Status: Posted for load,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 63 (year 2012),  Average Future Daily Traffic: 71 (year 2020),  Design Load: HS 20,  Features Intersected: MAIDEN CREEK,  Facility Carried by Structure: LONG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 4.2m (13.8ft),  Out-to-Out Width: 5.4m (17.7ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 20.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 8.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 5.60m (18.37ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: July 2021,  Other Special Inspection Date: July 2021,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $96,000,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 5496,  Location: PENN AVENUE (Lat: 40.573192,  Lng: -75.885383),  Route carried "on" structure: City street ,  Year Built: 1922,  Status: Closed,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 100 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 110 (year 2020),  Features Intersected: MAIDEN CREEK,  Facility Carried by Structure: PENN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Poor,  Superstructure: Failed,  Substructure: Imminent failure,  Channel: Satisfactory,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 7.90m (25.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $126,000,  Roadway Improvement Cost: $370,000,  Total Project Cost: $1,696,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 41182,  Location: OLD 22 - E OF LENHARTSVIL (Lat: 40.572917,  Lng: -75.879994),  Route carried "on" structure: State highway ,  Year Built: 1929,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 1,778 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,439 (year 2030),  Design Load: HS 20,  Features Intersected: MAIDEN CREEK TRIBUTARY,  Facility Carried by Structure: OLD RTE 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.784,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Poor,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: 47825,  Location: WEST OF CHRISTMAN LAKE (Lat: 40.542542,  Lng: -75.917767),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 500 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 500 (year 2014),  Design Load: HS 25 or greater,  Features Intersected: TRIB TO CHRISTMAN LAKE,  Facility Carried by Structure: CONSTITUTION DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Inventory Rating: 76.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

Find on map >>   Show street view

Structure Number: 47913,  Location: SADDLE RD. OVER I-78 (Lat: 40.573733,  Lng: -75.873258),  Route carried "on" structure: State highway ,  Year Built: 2013,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 87 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 200 (year 2036),  Design Load: HL 93,  Features Intersected: SR 78(LR 285 SP.),  Facility Carried by Structure: SR1053(SADDLE RD.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 47914,  Location: DONAT RD.OVER I-78 (Lat: 40.577408,  Lng: -75.856506),  Route carried "on" structure: State highway ,  Year Built: 2013,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 86 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,856 (year 2032),  Design Load: HL 93,  Features Intersected: SR 78(LR 285SP)STREAM,  Facility Carried by Structure: LR06044&LR06196
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.4m (139.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 4677,  Location: LENHARTSVILLE INTERCHANGE (Lat: 40.576519,  Lng: -75.887894),  Route carried "under" structure: State highway 143,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 2,210 (year 2022),  Truck Traffic: 12%,  Features Intersected: PA 143;MAIDEN CREEK,  Facility Carried by Structure: I-78 (LR 285SPUR)
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 10.702,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

Find on map >>   Show street view

Structure Number: 47913,  Location: SADDLE RD. OVER I-78 (Lat: 40.573733,  Lng: -75.873258),  Route carried "under" structure: Interstate 78,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 22,052 (year 2022),  Truck Traffic: 32%,  Features Intersected: SR 78(LR 285 SP.),  Facility Carried by Structure: SR1053(SADDLE RD.)
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 44.510,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

Find on map >>   Show street view

Structure Number: 47913,  Location: SADDLE RD. OVER I-78 (Lat: 40.573733,  Lng: -75.873258),  Route carried "under" structure: Interstate 78,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 23,070 (year 2022),  Truck Traffic: 31%,  Features Intersected: SR 78(LR 285 SP.),  Facility Carried by Structure: SR1053(SADDLE RD.)
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 44.514,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

Find on map >>   Show street view

Structure Number: 47914,  Location: DONAT RD.OVER I-78 (Lat: 40.577408,  Lng: -75.856506),  Route carried "under" structure: Interstate 78,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 23,070 (year 2022),  Truck Traffic: 31%,  Features Intersected: SR 78(LR 285SP)STREAM,  Facility Carried by Structure: LR06044&LR06196
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 46.122,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.4m (139.1ft)

Find on map >>   Show street view

Structure Number: 47914,  Location: DONAT RD.OVER I-78 (Lat: 40.577408,  Lng: -75.856506),  Route carried "under" structure: Interstate 78,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 22,052 (year 2022),  Truck Traffic: 32%,  Features Intersected: SR 78(LR 285SP)STREAM,  Facility Carried by Structure: LR06044&LR06196
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 46.111,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.4m (139.1ft)